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Willamette StrucJoist SJ-32-42-55 StrucJoist SJ-32-42-55 - Page 35
| 2.0E StrucLam Roof 125% Load Tablee Allowable uniform loads (In pounds per
lineal foot) |
| |
See Note 1. |
| Span(Ft.) |
One-1-3/4"
x 7-1/4" |
One-1-3/4"
x 9-1/4" |
One-1-3/4"
x 9-1/2" |
One-1-3/4"
x 11-1/4" |
One-1-3/4"
x 11- 7/8" |
One-1-3/4"
x 14" |
One-1-3/4"
x 16" |
One-1-3/4"
x 18" |
| L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
| 4 |
|
1590 |
|
2224 |
|
2312 |
|
2993 |
|
3267 |
|
4364 |
|
5700 |
|
7481 |
| 6 |
|
958 |
|
1291 |
|
1335 |
|
1663 |
|
1788 |
|
2253 |
|
2752 |
|
3325 |
| 8 |
459 |
612 |
901 |
909 |
|
938 |
|
1151 |
|
1231 |
|
1518 |
|
1814 |
|
2137 |
| 10 |
242 |
323 |
483 |
635 |
523 |
668 |
838 |
880 |
|
938 |
|
1145 |
|
1353 |
|
1575 |
| 12 |
142 |
190 |
287 |
382 |
311 |
415 |
503 |
636 |
586 |
703 |
|
919 |
|
1078 |
|
1247 |
| 14 |
91 |
121 |
183 |
245 |
199 |
266 |
324 |
432 |
378 |
504 |
603 |
702 |
874 |
897 |
|
1032 |
| 16 |
61 |
81 |
124 |
166 |
135 |
180 |
221 |
294 |
258 |
344 |
413 |
538 |
603 |
690 |
838 |
860 |
| 18 |
43 |
57 |
88 |
117 |
95 |
127 |
157 |
209 |
183 |
244 |
295 |
393 |
432 |
545 |
604 |
679 |
| 20 |
32 |
42 |
64 |
86 |
70 |
93 |
115 |
153 |
135 |
180 |
218 |
290 |
320 |
426 |
448 |
550 |
| 22 |
24 |
32 |
49 |
65 |
53 |
70 |
87 |
116 |
102 |
136 |
165 |
220 |
243 |
324 |
341 |
455 |
| 24 |
|
|
38 |
50 |
41 |
54 |
67 |
90 |
79 |
105 |
128 |
170 |
189 |
252 |
266 |
354 |
| 26 |
|
|
30 |
39 |
32 |
43 |
53 |
71 |
62 |
83 |
101 |
135 |
149 |
199 |
211 |
281 |
| 28 |
|
|
24 |
32 |
26 |
34 |
43 |
57 |
50 |
67 |
81 |
108 |
120 |
160 |
170 |
227 |
| 30 |
|
|
|
|
|
|
35 |
46 |
41 |
54 |
66 |
88 |
98 |
131 |
139 |
185 |
1.8E StrucLam Roof 125%
Load Tablee Allowable uniform
loads (In pounds per lineal foot) |
| |
See Note 1 |
| Span(Ft.) |
One-1-3/4"
x 7-1/4" |
One-1-3/4"
x 9-1/4" |
One-1-3/4"
x 9-1/2" |
One-1-3/4"
x 11-1/4" |
One-1-3/4"
x 11- 7/8" |
One-1-3/4"
x 14" |
One-1-3/4"
x 16" |
One-1-3/4"
x 18" |
| L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
| 4 |
|
1590 |
|
2224 |
|
2312 |
|
2993 |
|
3267 |
|
4364 |
|
5700 |
|
7481 |
| 6 |
924 |
958 |
|
1291 |
|
1335 |
|
1663 |
|
1788 |
|
2253 |
|
2752 |
|
3325 |
| 8 |
415 |
553 |
809 |
875 |
872 |
919 |
|
1151 |
|
1231 |
|
1518 |
|
1814 |
|
2137 |
| 10 |
219 |
292 |
434 |
560 |
468 |
588 |
754 |
807 |
871 |
892 |
|
1145 |
|
1353 |
|
1575 |
| 12 |
129 |
172 |
258 |
344 |
278 |
371 |
453 |
560 |
525 |
620 |
831 |
843 |
|
1078 |
|
1247 |
| 14 |
82 |
109 |
165 |
220 |
178 |
238 |
292 |
389 |
339 |
452 |
542 |
619 |
785 |
794 |
|
990 |
| 16 |
55 |
74 |
112 |
149 |
121 |
161 |
198 |
265 |
231 |
308 |
371 |
474 |
541 |
608 |
752 |
758 |
| 18 |
39 |
52 |
79 |
105 |
85 |
114 |
141 |
188 |
164 |
219 |
265 |
353 |
388 |
481 |
542 |
599 |
| 20 |
28 |
38 |
58 |
77 |
63 |
84 |
103 |
138 |
121 |
161 |
195 |
260 |
287 |
383 |
402 |
485 |
| 22 |
|
|
44 |
58 |
47 |
63 |
78 |
104 |
91 |
122 |
148 |
197 |
218 |
291 |
307 |
401 |
| 24 |
|
|
34 |
45 |
37 |
49 |
60 |
81 |
71 |
94 |
115 |
153 |
169 |
226 |
239 |
318 |
| 26 |
|
|
27 |
35 |
29 |
38 |
48 |
64 |
56 |
74 |
91 |
121 |
134 |
179 |
189 |
252 |
| 28 |
|
|
21 |
28 |
23 |
31 |
38 |
51 |
45 |
60 |
73 |
97 |
108 |
144 |
153 |
203 |
| 30 |
|
|
|
|
|
|
31 |
42 |
37 |
49 |
60 |
79 |
88 |
118 |
125 |
166 |
16" and 18" deep beams are limited
to two and three piece beams (single members are not permitted).
Table values are based on uniform loads and
the most restrictive of simple or continuous span. Shaded areas represent load conditions
controlled by a continuous span. When properly fastened together, double the table values
for two piece beams or triple the values for three piece beams. Reference inside front
cover for connection requirements.
Total load deflection is limited to L/180 .
For stiffer deflection criteria use the L/240 column. To limit total load to L/180 and
live load to L/240, the beam must be checked for both loads in the appropriate columns.
Table values assume continuous lateral
support of the compression edge of the beam and lateral support at the ends and all
bearing points.
Roof members shall be sloped a minimum
1/4" per foot for drainage.
Reference the bearing length chart on back
of product guide for required bearing length.
Please see the StrucLam
Installation Guide for additional information. |
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